Mar-US 23/SR 529-07.86 & 10.06/02.80
Marion County · est $6.9M
Bid dateThursday, August 14—
Marion County · est $6.9M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 181 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Ruhlin Company | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 3,494 CY | $230 | $237 | $230 | 21% |
| 624E10000 MOBILIZATION | 1 LS | $366,000 | $385,000 | $340,000 | 9% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 13,330 FT | $20.00 | $17.90 | $30.00 | 7% |
| 202E23000 PAVEMENT REMOVED | 11,411 SY | $18.00 | $26.25 | $20.00 | 5% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 94 CY | $1,750 | $2,000 | $1,650 | 4% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 94 CY | $1,750 | $2,000 | $1,650 | 4% |
| 614E98000 WORK ZONE PAVEMENT MARKING, MISC.: "BLACK-OUT" TEM |
| Item | Quantity | R1Shelly & Sands INC | R2Ruhlin Company | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,000 | $15,000 | $15,000 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $3.00 | $2.00 | $2.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 12 EACH | $123 | $95.00 | $250 |
| 204E10000 SUBGRADE COMPACTION | 12,714 SY | $3.45 | $3.50 | $3.50 |
| 606E15050 GUARDRAIL, TYPE MGS, MASH 2016 | 100 FT | $25.00 | $26.40 | $26.40 |
| 606E35002 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 10.52 MILE |
| $15,450 |
| $15,060 |
| $15,060 |
| 4% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 89 CY | $1,750 | $2,000 | $1,400 | 4% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 89 CY | $1,700 | $2,000 | $1,400 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $150,000 | $168,500 | $115,000 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $150,000 | $190,000 | $240,000 | 4% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 448 CY | $315 | $335 | $315 | 4% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 2,096 CY | $65.00 | $120 | $105 | 4% |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I ( | 11.45 MILE | $11,770 | $7,649 | $7,650 | 3% |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 448 CY | $300 | $325 | $300 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $125,000 | $190,000 | $240,000 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $125,000 | $135,000 | $230,000 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $122,000 | $135,000 | $230,000 | 3% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 799 SY | $125 | $116 | $95.00 | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 225 SY | $425 | $425 | $380 | 2% |
| 8 EACH |
| $2,700 |
| $2,980 |
| $2,980 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 4 EACH | $590 | $720 | $720 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 4 EACH | $8,000 | $5,100 | $5,000 |
| 622E25001 CONCRETE BARRIER END SECTION, TYPE D, AS PER PLAN | 2 EACH | $8,000 | $5,250 | $6,000 |
| 690E71000 SPECIAL - ASBESTOS ABATEMENT(SEE PROPOSAL NOTE) | 1 LS | $6,000 | $15,200 | $35,000 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 1 SY | $250 | $600 | $350 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 318 SY | $60.00 | $130 | $98.00 |
| 616E10000 WATER | 1 MGAL | $1.00 | $39.71 | $200 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $200 | $25.00 | $125 |
| 659E00300 TOPSOIL | 1,129 CY | $40.00 | $45.00 | $40.00 |
| 659E10000 SEEDING AND MULCHING | 10,164 SY | $1.55 | $0.92 | $0.92 |
| 659E14000 REPAIR SEEDING AND MULCHING | 508 SY | $1.00 | $0.60 | $0.80 |
| 659E15000 INTER-SEEDING | 508 SY | $1.29 | $0.30 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.25 TON | $1,600 | $800 | $892 |
| 659E31000 LIME | 2.1 ACRE | $215 | $5.00 | $156 |
| 659E35000 WATER | 82 MGAL | $1.00 | $5.00 | $1.00 |
| 659E40000 MOWING | 1 MSF | $1.00 | $80.00 | $800 |
| 832E30000 EROSION CONTROL | 50,000 EACH | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.4 CY | $6,500 | $6,500 | $4,500 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 12 FT | $50.00 | $90.00 | $90.00 |
| 611E05200 12" CONDUIT, TYPE F (707.05 TYPE C, 707.21, OR 707 | 97 FT | $120 | $120 | $165 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $580 | $650 | $350 |
| 304E20000 AGGREGATE BASE | 516 CY | $102 | $115 | $100 |
| 407E10000 TACK COAT | 1,197 GAL | $2.25 | $2.00 | $2.25 |
| 407E20000 NON-TRACKING TACK COAT | 165 GAL | $3.25 | $2.00 | $3.25 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 120 CY | $290 | $350 | $290 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (122 CY | $275 | $325 | $275 |
| 609E24510 CURB, TYPE 4-C | 345 FT | $60.00 | $23.00 | $65.00 |
| 617E10100 COMPACTED AGGREGATE | 457 CY | $55.00 | $75.00 | $55.00 |
| 617E25000 WATER | 1 MGAL | $115 | $100 | $78.04 |
| 618E40800 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 14,450 FT | $0.50 | $0.45 | $1.90 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 3.9 MILE | $740 | $1,000 | $1,000 |
| 642E00300 CENTER LINE, TYPE 1 | 1.95 MILE | $1,100 | $1,980 | $1,980 |
| 644E00104 EDGE LINE, 6" | 1.44 MILE | $8,000 | $8,025 | $8,025 |
| 644E00204 LANE LINE, 6" | 0.03 MILE | $8,000 | $3,795 | $3,795 |
| 644E00300 CENTER LINE | 0.01 MILE | $8,000 | $2,140 | $2,140 |
| 646E10010 EDGE LINE, 6", WHITE | 0.35 MILE | $35,000 | $23,665 | $23,665 |
| 646E10110 LANE LINE, 6" | 0.15 MILE | $23,000 | $8,270 | $8,270 |
| 646E10200 CENTER LINE | 0.02 MILE | $23,000 | $11,420 | $11,420 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 359 CY | $85.00 | $101 | $90.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 400 HOUR | $120 | $90.00 | $95.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 11,590 FT | $0.50 | $1.29 | $1.40 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $1,919 | $2,000 |
| 614E12390 WORK ZONE IMPACT ATTENUATOR, OVER 24" AND LESS THA | 2 EACH | $2,300 | $3,970 | $4,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $15,000 | $9,924 | $18,000 |
| 614E12460 WORK ZONE MARKING SIGN | 23 EACH | $305 | $99.99 | $270 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 359 CY | $220 | $228 | $300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 280 EACH | $10.00 | $11.91 | $15.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 331 EACH | $17.00 | $20.11 | $18.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $800 | $977 | $1,100 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 2,647 FT | $1.00 | $1.03 | $1.03 |
| 626E00114 BARRIER REFLECTOR, TYPE 4, ONE-WAY | 51 EACH | $16.00 | $15.00 | $19.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 38,609 LB | $2.40 | $2.79 | $2.50 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 1,409 LB | $0.80 | $2.67 | $2.50 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 6,335 FT | $2.00 | $1.72 | $1.83 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 48 EACH | $85.00 | $35.00 | $18.00 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 63 CY | $1,100 | $700 | $885 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 5 CY | $2,270 | $1,550 | $700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 495 SY | $30.00 | $40.00 | $28.50 |
| 516E10501 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC C | 90 FT | $840 | $800 | $800 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM (SEE PROPOSA | 341 SF | $35.00 | $45.00 | $45.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 89 SF | $200 | $170 | $185 |
| 625E30710 PULL BOX, 725.08, 32" | 2 EACH | $2,150 | $3,607 | $4,350 |
| 809E24500 CONDUIT, 4", MULTICELL, HDPE WITH 4 - 1? INNERDUCT | 166 FT | $27.00 | $39.82 | $58.50 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 799 SY | $89.00 | $73.99 | $105 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 16 CY | $275 | $427 | $257 |
| 848E50000 HAND CHIPPING | 100 SY | $75.00 | $140 | $75.00 |
| 848E50100 TEST SLAB | 1 LS | $2,400 | $3,060 | $1,200 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $2,000 | $693 | $1,700 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1.75" THICK) | 809 SY | $12.50 | $14.61 | $12.75 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 38,609 LB | $2.40 | $2.79 | $2.50 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 1,409 LB | $0.82 | $2.67 | $2.50 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 6,335 FT | $2.00 | $1.72 | $1.83 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 48 EACH | $84.00 | $35.00 | $18.22 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 63 CY | $900 | $700 | $885 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 5 CY | $2,200 | $1,600 | $700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 495 SY | $30.00 | $40.00 | $28.50 |
| 516E10501 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC C | 90 FT | $845 | $800 | $800 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM (SEE PROPOSA | 1,327 SF | $35.00 | $27.00 | $42.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 451 SF | $180 | $170 | $170 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 799 SY | $110 | $116 | $95.00 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 799 SY | $90.00 | $73.99 | $105 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 18 CY | $275 | $418 | $257 |
| 848E50000 HAND CHIPPING | 110 SY | $75.00 | $127 | $75.00 |
| 848E50100 TEST SLAB | 1 LS | $2,400 | $3,060 | $1,200 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1.75" THICK) | 809 SY | $12.00 | $14.61 | $12.75 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $40.00 | $60.00 | $70.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $25,000 | $25,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 28 CY | $320 | $500 | $300 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 25,861 LB | $2.75 | $3.29 | $2.90 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 850 LB | $2.00 | $2.68 | $2.90 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,270 FT | $2.00 | $1.72 | $1.83 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 72 EACH | $70.00 | $35.00 | $18.00 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 43 CY | $1,550 | $800 | $1,100 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 10 CY | $4,000 | $2,250 | $1,900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 357 SY | $30.00 | $40.00 | $28.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 308 SF | $7.50 | $8.60 | $13.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 102 FT | $57.99 | $50.00 | $54.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $45,000 | $41,000 | $75,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 49 CY | $150 | $125 | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 100 FT | $10.00 | $17.00 | $12.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $10.00 | $19.00 | $20.00 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 383 SF | $35.00 | $38.00 | $42.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 71 SF | $200 | $170 | $185 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 225 SY | $420 | $425 | $380 |
| 526E90010 TYPE A INSTALLATION | 77 FT | $235 | $170 | $300 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 32 CY | $200 | $100 | $200 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 495 SY | $150 | $153 | $120 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 495 SY | $90.00 | $84.37 | $125 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 9 CY | $275 | $418 | $257 |
| 848E50000 HAND CHIPPING | 56 SY | $75.00 | $125 | $85.00 |
| 848E50100 TEST SLAB | 1 LS | $2,400 | $3,060 | $1,200 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $2,500 | $702 | $1,800 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1.75") | 448 SY | $15.00 | $23.93 | $18.00 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $43.00 | $60.00 | $70.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $18,000 | $25,000 | $25,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 28 CY | $330 | $500 | $300 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 25,861 LB | $3.00 | $3.29 | $2.90 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 850 LB | $2.00 | $2.68 | $2.90 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,270 FT | $2.00 | $1.72 | $1.83 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 72 EACH | $55.00 | $35.00 | $18.00 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 43 CY | $1,450 | $800 | $1,100 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 10 CY | $4,800 | $2,250 | $1,900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 357 SY | $30.00 | $40.00 | $28.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 308 SF | $5.00 | $8.60 | $13.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 102 FT | $54.00 | $50.00 | $54.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $42,000 | $41,000 | $75,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 49 CY | $157 | $125 | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 100 FT | $10.00 | $17.00 | $12.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $10.00 | $19.00 | $20.00 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 524 SF | $35.00 | $35.00 | $42.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 115 SF | $195 | $170 | $185 |
| 526E90010 TYPE A INSTALLATION | 77 FT | $210 | $170 | $300 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 32 CY | $205 | $100 | $200 |
| 625E30710 PULL BOX, 725.08, 32" | 2 EACH | $5,700 | $3,607 | $4,350 |
| 809E24500 CONDUIT, 4", MULTICELL, HDPE WITH 4 - 1? INNERDUCT | 166 FT | $45.00 | $39.82 | $58.50 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 495 SY | $140 | $157 | $120 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 495 SY | $92.00 | $84.37 | $125 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 9 CY | $275 | $418 | $257 |
| 848E50000 HAND CHIPPING | 57 SY | $75.00 | $123 | $85.00 |
| 848E50100 TEST SLAB | 1 LS | $2,400 | $3,060 | $1,200 |
| 848E50200 FULL-DEPTH REPAIR | 6 CY | $1,600 | $702 | $1,400 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (2.25") | 448 SY | $16.00 | $25.14 | $18.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $72,000 | $78,000 | $70,000 |
| 202E22900 APPROACH SLAB REMOVED | 85 SY | $50.00 | $60.00 | $70.00 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $18,000 | $7,100 | $12,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,237 LB | $2.00 | $1.75 | $1.75 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $2.26 | $2.68 | $2.75 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 122 EACH | $45.00 | $35.00 | $16.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $4,000 | $4,150 | $3,600 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 28 CY | $2,775 | $1,350 | $1,400 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 11 CY | $2,800 | $1,500 | $1,800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 71 SY | $58.01 | $50.00 | $58.50 |
| 513E95030 STRUCTURAL STEEL, MISC.: (DRILLED HOLES) | 20 EACH | $80.00 | $65.13 | $75.00 |
| 514E27700 FIELD PAINTING, MISC.: (COATING OF BEAM ENDS) | 184 SF | $200 | $250 | $195 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 23 SF | $13.00 | $13.00 | $18.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 80 FT | $58.01 | $55.00 | $54.00 |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,600 | $1,350 | $1,435 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $50,000 | $41,000 | $76,000 |
| 517E76302 RAILING, MISC.: (RAILING POSTS TO BE RE-USED) | 4 EACH | $295 | $400 | $865 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 21 CY | $260 | $125 | $100 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 204 FT | $16.00 | $26.00 | $18.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 75 FT | $10.00 | $23.00 | $12.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $10.00 | $22.00 | $18.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 16 SF | $200 | $500 | $200 |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 125 SY | $400 | $350 | $350 |
| 526E90010 TYPE A INSTALLATION | 60 FT | $275 | $170 | $275 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 275 SY | $165 | $146 | $115 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 275 SY | $125 | $116 | $120 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 4 CY | $270 | $471 | $257 |
| 848E50000 HAND CHIPPING | 27 SY | $90.00 | $130 | $90.00 |
| 848E50100 TEST SLAB | 1 LS | $2,400 | $3,060 | $1,200 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $1,600 | $1,072 | $1,800 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $38,000 | $90,206 | $40,000 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $6,000 | $5,335 | $7,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $24,973 | $16,000 | $90,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 3,494 CY | $230 | $804k | 11% |
| 624E10000 MOBILIZATION | 1 LS | $366,000 | $366k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 13,330 FT | $20 | $267k | 4% |
| 202E23000 PAVEMENT REMOVED | 11,411 SY | $18 | $205k | 3% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 94 CY | $1,750 | $165k | 2% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 94 CY | $1,750 | $165k | 2% |
| 614E98000 WORK ZONE PAVEMENT MARKING, MISC.: "BLACK-OUT" TEM | 10.52 MILE | $15,450 | $163k | 2% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 89 CY | $1,750 | $156k | 2% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 89 CY | $1,700 | $151k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $150,000 | $150k | 2% |